Treatment of liquids with ballasted flocculation

ABSTRACT

In the typical embodiments disclosed in the specification, a ballasted flocculation liquid treatment arrangement includes a mixing chamber in which liquid to be treated, flocculating agents and granular material are mixed. The mixture is supplied to the bottom of a flocculating chamber adjacent to the mixing chamber through an opening in a common wall between the chambers and is maintained in suspension in the flocculating chamber by turbulence generated by a rotating blade array. Ballasted flocs are transferred from the flocculation chamber to an adjacent sludge tank through a first opening in a common wall between them and liquid which contains lighter flocs is returned to the flocculation chamber through a second opening in the common wall. Liquid from the flocculation chamber passes upwardly through a turbulence control arrangement where flocs and particulates are substantially removed and into a clarification chamber where clarified liquid is passed over a weir to an outlet. Sludge and granular material from the bottom of the sludge tank are conveyed by an airlift to a cleaning device above the mixing chamber where the granular material is cleaned and returned to the mixing chamber while sludge is carried away through a disposal outlet.

BACKGROUND OF THE INVENTION

This invention relates to treatment of liquids to remove particulatematerials and, more particularly, to methods and apparatus for treatingliquids using ballasted flocculation.

In order to remove contaminants such as suspended solids, turbiditycoloring and dissolved materials such as metal salts from liquids suchas drinking water, process water, wastewater and the like it isconventional to introduce coagulants and flocculating agents whichprecipitate dissolved contaminants and induce solid particles to becombined into larger particles which settle more rapidly from the liquidbeing treated. It is also known to introduce a granular material such asfine sand along with the coagulants and flocculating agents into theliquid to be treated to facilitate the settling of the floc particles.

U.S. Pat. No. 4,927,543 discloses a method and installation for treatingliquid by sedimentation using a granular material such as fine sand inwhich flocculating agents and sand are mixed with a liquid to be treatedand supplied to an aggregation area where turbulence is induced tomaintain insoluble flocculated material and sand in suspension. Themixture containing flocculated insolubles and the sand is passed into asedimentation area containing an array of spaced separator plates bywhich solid particulates are separated from the liquid being treated. Aprincipal disadvantage of this arrangement is the requirement for aseparate tank for a settling step, which increases the footprintrequired. Another disadvantage is the need to convey sand horizontallyfor significant distances between a sludge tank, a cleaning tank and amixing tank.

Other ballasted flocculation systems are disclosed in U.S. Pat. Nos.5,730,864, 5,770,091, 5,800,717, 5,840,195 and 6,010,631 but none ofthose systems overcomes the disadvantages discussed above with respectto the system of U.S. Pat. No. 4,927,543.

SUMMARY OF THE INVENTION

Accordingly, it is an object of the present invention to provide amethod and apparatus for treatment of liquids with ballastedflocculation which overcomes disadvantages of the prior art.

A further object of the invention is to provide a method and apparatusfor treating liquids in which liquid contaminants are removed rapidly.

Another object of the invention is to provide a method and apparatus fortreatment of liquids with ballasted flocculation which provides a morecompact arrangement and operates with greater efficiency than the priorart.

These and other objects of the invention are attained by providing aballasted flocculation liquid treatment arrangement in which liquid tobe treated is mixed with flocculating agents and granular material suchas fine sand in a mixing chamber and passed to a flocculating chamber inwhich turbulence is introduced, preferably in a toroidal circulationpattern, which is sufficient to maintain the granular material insuspension. The flocs generated in the mixing chamber and theflocculation chamber can become attached to particles of granularmaterial which act as a ballast. The granular material and associatedflocs then pass into a sludge tank where they can settle to the bottomwhile permitting liquid containing small particulates and unballastedflocs to return to the flocculator.

At the top of the flocculating chamber, liquid is passed upwardlythrough a turbulence control arrangement in which flocs and particulatesare separated from the liquid and returned by gravity to the flocculatorand turbulence is eliminated so that quiescent liquid passes upwardlyinto a clarification chamber from which any remaining particulates canfall back to the flocculator through the turbulence control arrangement.If necessary, inclined plates or settling tubes may be provided in theclarification chamber to help separate any remaining particulates fromthe clarified liquid. In a preferred embodiment the sludge tank is nextto the mixing chamber and sludge and granular material collected at thebottom of the sludge tank are transferred by a conveyor such as anairlift, for example, to a cleaning device located above the mixingchamber from which cleaned granular material falls by gravity into themixing chamber and sludge separated from the granular material isremoved through a sludge outlet.

The turbulence control device can have any arrangement by which flocsand particulates can be separated from the liquid and the turbulencegenerated in the flocculation chamber is converted to an essentiallynon-turbulent or quiescent flow of liquid passing into the clarificationchamber to avoid mixing any remaining particulates in the clarifiedliquid and permit separated particulates to fall back by gravity to theflocculation chamber.

In one embodiment the turbulence control arrangement includes verticallyspaced layers of closely spaced bars, preferably oriented at an angle tothe bars in adjacent layers, and in another embodiment it includesvertically spaced horizontal arrays of oppositely inclined baffles. Afurther embodiment includes a honeycomb structure with verticallyoriented cells covered by a top plate having orifices leading to theclarification chamber. In another embodiment the turbulence controlarrangement has an array of inclined baffles covered by a top plateformed with orifices and surrounded by a trough. In still anotherembodiment the turbulence control arrangement includes a porous membraneseparating the flocculation chamber from the clarification chamber andin a further embodiment the turbulence control arrangement includes aseries of closely spaced horizontal gratings. The turbulence controlarrangement in an additional embodiment includes a shelf projectinginwardly from the walls of the chamber and inclined downwardly at anangle of about 35° to 55°, preferably about 45°, and extending inwardlyto about 10% to 20% of the width of the chamber.

BRIEF DESCRIPTION OF THE DRAWINGS

Further objects and advantages of the invention will be apparent from areading of the following description in conjunction with theaccompanying drawings in which:

FIG. 1 is a schematic plan view showing the arrangement of arepresentative embodiment of a system for treating liquids in accordancewith the invention;

FIG. 2 is a schematic vertical sectional view of the embodiment shown inFIG. 1 taken along the lines II—II of FIG. 1;

FIG. 3 is a schematic vertical sectional view of the embodiment shown inFIG. 1 taken along the line III—III of FIG. 1;

FIG. 4 is an enlarged schematic view illustrating the flow of liquid andballasted flocs from the flocculation chamber to the sludge tank in theembodiment of FIGS. 1-3;

FIG. 5 is a schematic view similar to FIG. 2 illustrating the flow ofliquid being treated through the mixing chamber, the flocculationchamber and the clarification chamber;

FIG. 6 is a schematic view similar to FIG. 2 illustrating an alternativeembodiment of the invention containing a plurality of blade sets forproducing turbulence in each of the mixing chamber and the flocculationchamber;

FIG. 7 is a view similar to FIG. 3 showing the toroidal circulation ofliquid in the flocculation chamber in the embodiment of FIG. 6; and

FIGS. 8-12 are schematic fragmentary perspective views showing fivefurther representative turbulence control arrangements for use in theinvention.

DESCRIPTION OF PREFERRED EMBODIMENTS

In the typical embodiment of the invention shown in FIGS. 1-3 of thedrawings, a representative arrangement 10 for treatment of liquids usingballasted flocculation includes a mixing chamber 12, a flocculationchamber 14 laterally adjacent to the mixing chamber, a clarificationchamber 16 vertically above the flocculation chamber, and a sludge tank18 laterally adjacent to both the flocculation chamber 14 and the mixingchamber 12. A cleaning device 20 for cleaning granular material ismounted directly above the mixing chamber 12 and the sludge tank 18. Itwill be noted that the components 12, 14, 16, 18 and 20 are arranged ina compact configuration occupying a generally rectangular space-savingfootprint, while permitting convenient construction and efficientoperation of the system.

As best seen in FIGS. 1 and 2, a liquid intake line 22 supplies liquidto be treated, preferably containing a coagulant, to the top of themixing chamber 12 which also receives flocculating agents through a line24 as well as clean granular material, such as fine sand particles, fromthe cleaning device 20 which is disposed above the mixing chamber sothat cleaned sand particles can fall into it by gravity. Within themixing chamber 12 a vertical shaft 26, rotated by a motor 28 mounted atthe top of the cleaning device, carries a set of mixing blades 30arranged to mix the influent liquid, flocculating agents and granularparticles as they pass downwardly through the mixing chamber.

Preferably, the size of the mixing chamber and the liquid flow rate areselected so that the mixture passes through the mixing chamber in aboutone to three minutes. The granular material preferably comprises finesand particles having, for example, a size of about 25μ to about 500μ,desirably about 100μ to about 300μ.

At the bottom of the mixing chamber 12, one side wall which is common tothe flocculation chamber 14 has an opening 34 leading to the lower partof the flocculation chamber and the opposite wall has an inclinedsurface 36 oriented to direct the mixture of liquid, flocculating agentand granular medium through the opening 34 into the flocculationchamber.

In the embodiment illustrated in FIGS. 1-3, the flocculation chamber 14has a set of turbulence generating blades 40 mounted on a shaft 42 whichis driven by a motor 44 so as to circulate the mixture including thegranular medium as it moves upwardly through the flocculation chamber.Within the flocculation chamber 14, toroidal vertical and horizontalliquid flow patterns 46 are induced by the blade set 40 to maintain thesolids in suspension, causing liquid to move upwardly along the walls ofthe chamber and downwardly in the interior of the chamber, with inwardand outward horizontal flow along the top and bottom of the chamber,respectively. This circulation promotes flocculation and accumulatesparticulate material in the mixture into large flocs attached to thegranular particles.

As best seen in FIG. 3, an opening 50 is provided in a common wallbetween the flocculation chamber 14 and the sludge tank 18 at a locationbelow the set of blades 40 and another opening 52 located above theblade set 40. These openings permit floc particles to be circulated intothe sludge tank 18 through one opening and out of the sludge tankthrough the other opening by the flows generated by the blade set 40 asshown by the arrows 54 in FIG. 4. Within the sludge tank, as shown bythe arrows 60, the larger and heavier ballasted flocs fall into a hopper56 and accumulate as sludge 58 while lighter or unballasted flocs aredrawn back into the flocculation chamber through the other opening inthe common wall for recirculation in the flocculation chamber.

In order to prevent the turbulence generated by the blade set 40, whichis necessary to promote flocculation, from being transmitted into theclarification chamber 16 as liquid flows into it, a turbulence controlarrangement 62 is disposed between the clarification chamber and theflocculation chamber 14. The turbulence control arrangement 62, whichextends horizontally across the top of the flocculation chamber at alocation above the opening 52 is arranged to cause liquid to flow fromthe flocculation chamber 14 to the clarification chamber in a relativelyquiescent manner and without the turbulence induced by the rotatingblades 40 in the flocculation chamber and, at the same time, to separateflocs and particulates from the liquid flowing upwardly and return themto the flocculator.

In the particular embodiment shown in FIGS. 2 and 3, the turbulencecontrol arrangement 62 is a diffusion grating or grid formed by a seriesof layers 64 containing horizontally extending bars with the bars ofadjacent layers disposed at an angle to each other and preferably inorthogonal directions. In this embodiment there are six layers 64 ofbars but more or fewer layers may be used. The spacing between adjacentbars in each layer is preferably about one quarter inch to one and onehalf inches, and desirably about one half inch to one inch and thelayers are preferably spaced by about one to three inches Thisarrangement causes upwardly moving liquid to emerge from the turbulencecontrol arrangement in a smooth, uniform pattern without substantialturbulence while separating flocs and particulates from the liquid andcausing them to fall by gravity back into the flocculation chamber 14.

Above the turbulence control arrangement the liquid flows into theclarification chamber 16 in a quiescent manner, permitting any suspendedparticulates that were not removed by the turbulence control arrangementto fall to the bottom of the chamber from which they pass downwardlythrough the turbulence control arrangement and back into theflocculation chamber 14. At the top of the chamber 16, the clarifiedliquid flows over a weir 70 and leaves the unit through an outlet 72.

In FIG. 4 the arrows 54 illustrate the circulation of flocs through theopenings 50 and 52 between the flocculation chamber 14 and the sludgetank 18. In the arrangement shown in FIG. 4, ballasted flocs circulatefrom the region below the blades 40 into the sludge tank, where theheavier ballasted flocs settle into the hopper 56 as sludge 58, asindicated by the arrows 60. At the same time, the circulation pattern 46induced by the blades 40 causes lighter flocs to return through theupper opening 52 between the flocculator and the sludge tank where theyare recirculated in the flocculation chamber. Alternatively, by changingthe flow pattern 46 in the flocculator, the flocs may enter the sludgetank through the upper opening 52 and liquid and light flocs return tothe flocculator through the opening 50.

In FIG. 5, arrows 76 indicate the net flow of liquid from the inlet 22through the mixing chamber 12, the flocculation chamber 14 and theseparation chamber 16 to the outlet 72.

In order to remove the sludge 58 from the hopper 56 and recirculate thegranular particles, the sludge is transported upwardly by a conveyorsuch as an airlift 80, shown in FIGS. 1-3, to the cleaning tank 20 atthe top of the mixing chamber 12 where the granular particles arecleaned and dirt is removed by any conventional arrangement such as, forexample, countercurrent flow of clean liquid with respect to thegranular particles as described, for example, in U.S. Pat. Nos.4,126,546 and 4,197,201 the disclosures of which are incorporated byreference herein. The granular particles cleaned by the cleaning device20 fall into the mixing chamber 12 where they are mixed with the liquidto be treated and flocculating agents in the manner described abovewhile the dirt removed from the granular particles in the cleaning tankis directed through a waste line 82 (FIG. 1) for disposal.

In an alternative embodiment, shown in FIGS. 6 and 7, the drive shaft 26in the mixing chamber 12 carries two sets of mixing blades 30 and theflocculation chamber 14 is divided into three vertically spacedcompartments 90, 92 and 94 by vertically spaced horizontal partitions 96and 98 which leave openings 100 and 102 at opposite sides of the chamberto cause the liquid to pass upwardly on one side of the chamber from thecompartment 90 to the compartment 92 and on the opposite side of thechamber from the compartment 92 to the compartment 94. A shaft 106,extending downwardly through the flocculation chamber 14 is driven by amotor 108 to rotate three corresponding sets of blades 110, 112 and 114so as to circulate the mixture including the granular medium in toroidalflow patterns 46 in each of the compartments, thereby promotingflocculation and accumulating particulate material in the mixture intolarge flocs attached to the granular particles.

In the embodiment shown in FIGS. 6 and 7, a turbulence controlarrangement 120 consists of vertically adjacent horizontal arrays ofbaffles 122 and 124 which are inclined in opposite directionsrespectively from the vertical and closely spaced, preferably by aboutone-half to two inches apart, each of the baffles having a verticalextent of about one to four inches and preferably about two to threeinches. If desired, more than two horizontal arrays of baffles may beprovided. As in the embodiment of FIGS. 1-3, this turbulence controlarrangement causes upwardly moving liquid to emerge into theclarification chamber in a smooth, uniform pattern without substantialturbulence while separating flocs and particulates from the liquid andcausing them to fall by gravity back to the flocculation chamber 14. Ifdesired, an array 128 of inclined settling plates or settling tubes maybe provided in the clarification chamber 16 to facilitate gravityseparation and removal of any remaining particulates in the liquidpassing upwardly through the clarification chamber.

In a further alternative turbulence control arrangement 130,schematically illustrated in the fragmentary view of FIG. 8, a shelf 132projects inwardly at an angle of about 30° to about 60°, preferablyabout 45°, from the walls 134 of the flocculation chamber 14. The shelf132 is located above the upper opening 52 between the flocculatorchamber 14 and the sludge tank 18 and extends inwardly to about 10-20%of the width of the chamber. The shelf thus projects beneath theoptional array 128 of settling plates or tubes in the clarificationchamber shown in FIG. 7, causing solids descending in that region toflow back into the flocculation chamber and preventing liquids andballasted flocs rising along the sides of the flocculation chamber 14from entering the clarification chamber.

Another alternative turbulence control arrangement 140, schematicallyillustrated in FIG. 9, contains a vertical honeycomb array of cells 142covered by a top plate 144 having orifices 146 communicating betweeneach cell of the honeycomb and the clarification chamber 16, therebycausing the upward flow of liquid from the flocculation chamber 14 to beuniform and quiescent.

In a further alternative embodiment, shown in FIG. 10, a turbulencecontrol arrangement 150 includes an array 152 of inclined plates 154covered by a top plate 156 containing orifices 158 of the type describedabove with respect to FIG. 9. The top plate 156 is surrounded by aneffluent trough 160 to guide the liquid upwardly from the orifices outof the turbulence control arrangement.

A further embodiment, shown in FIG. 11, includes a turbulence controlarrangement 162 containing a porous membrane 164 having sufficientporosity to allow liquid to flow upwardly from the flocculation chamber14 to the clarification chamber 16 without substantial impedance whileat the same time converting the turbulent flow generated in theflocculation chamber to a quiescent upward flow in the clarificationchamber and causing flocs and particulates to be separated and fall backinto the flocculation chamber. For this purpose, the membrane preferablyhas openings 166 with sizes in the range from about 100μ to about 1000μ,preferably about 300μ to about 600μ.

In the embodiment shown in FIG. 12 a turbulence control arrangement 170contains a series of vertically spaced horizontal screens extendingacross the top of the flocculation chamber 14. In the illustratedexample, four screens 172, 174, 176 and 178 are provided, but there maybe more and fewer screens. The screens 172-178 have openings 180 whichare large enough to assure adequate flow of liquid from the flocculationchamber 14 to the clarification chamber 16 and to permit any remainingparticulates to fall by gravity from the clarification chamber into theflocculation chamber while, at the same time, inhibiting turbulence inthe flow of liquid from the flocculation chamber to the separationchamber. The openings 180 may have a size in the range from about 5 mmto about 50 mm, for example, and preferably from about 15 mm to about 30mm.

Referring to the toroidal flow patterns 46 shown in FIGS. 2, 3 and 7,below the turbulence control arrangement 62 or 120, the flow patternsprovide vertical velocities in the flocculation chamber 14 which aremore than sufficient to keep the granular materials and ballasted flocsin suspension. As shown by the patterns 46, the turbulence controlarrangement redirects the upward vertical velocities laterally and thuscontains the turbulence within the flocculation chamber 14. Theturbulence control arrangement does, however, allow a slow upwardvertical motion of liquid corresponding to the flow through the outlet72 as shown in FIG. 5. The result is that the ballasted flocs arecontained within the flocculation chamber. Because the settling rate ofballasted flocs is faster than the upward velocity due to liquid flow,the clarified water rises from the top of the flocculation chamberleaving the ballasted flocs behind.

The effect of the turbulence control arrangement may be compared withthe behavior of a square mechanically mixed flocculation chamber inwhich the free water surface defines the top of the flocculation volume.In this case the centrally mounted mixer drives the flow downwardly inthe middle of the chamber where it spreads across the floor of thechamber, up the walls and then across the top to the center again. Thisproduces the toroidal-shaped circulation patterns 46 shown in FIGS. 2, 3and 7. Because the blade sets 40, 110, 112 and 114 rotate in thehorizontal plane, there is also additional upward flow in the corners asthe horizontal flow impacts the walls and changes direction. Observationof the free liquid surface of a chamber having this flow pattern shows asurface profile higher around the outside edges and particularly higherin the corners. Liquid boils up in these places and then flows acrosstowards the center. The theoretical upper extent of the flocculationvolume is limited by gravity but, in the illustrated arrangements, theupper extent is limited by the turbulence control arrangements 62 and120 that redirect the upward flow back toward the center of the chamber.

Within the toroidal circulation pattern 46 the total net upward movementdue to the mechanical mixing must sum to zero, as the downward componentis equal to the upward component. The function of the turbulence controlarrangement is to define the upper boundary of this process. It shouldbe understood that the effective settling of the ballasted flocs occursprimarily at the top of the flocculation chamber rather than within theturbulence control arrangement. The restriction of upward flow createdby the turbulence control arrangement is hydraulically effective somedistance below the top of the chamber and the high upward velocities dueto mixing do not reach the top of the chamber.

With the ballasted floc liquid treatment arrangement in accordance withthe invention, solids separation takes place at the turbulence controlarrangement directly above the flocculation chamber and, if necessary,in the clarification chamber above the turbulence control arrangement sothat the clarification and flocculation chambers occupy the samefootprint and direct flow of liquid is provided from the flocculationchamber into the clarification chamber while causing any separatedparticulates to fall by gravity from the turbulence control arrangementand the clarification chamber to the flocculation chamber, thuseliminating the need for continuous collection of sludge from the bottomof a separation chamber as in prior art arrangements. In addition,ballasted flocs are drawn laterally from the flocculation chamber to thesludge tank to provide a single sludge collection location and smallerand lighter flocs which do not fall into the sludge hopper are returnedfrom the sludge tank to the flocculation chamber for recirculation.

Furthermore, because clarified liquid leaves the ballasted flocs in theflocculation chamber, a high level of solids may be maintained there, upto about 5 to 10 times the level in the influent stream at the inlet 22,if desired. This enhances the flocculation efficiency and permitslateral withdrawal of solids from the flocculation tank into the sludgetank. Also, since it is not necessary to clarify the liquid flowing fromthe flocculation chamber to the sludge tank, the floc loading rate ofliquid flowing toward the sludge tank can be relatively high and needonly match the settling rate of the biggest ballasted flocs since thesmaller flocs can be returned to the flocculation chamber. Thus, it ispossible to remove solids at a rate that matches the influent solidsrate.

Also, because the sludge collection tank is immediately adjacent to themixing tank, sludge can be pumped up to the cleaning device verticallyabove the sludge tank and the mixing tank with either an airlift oranother form of pump without requiring horizontal transport to anysignificant extent.

In a typical liquid treatment arrangement according to the invention inwhich the chambers are integrated into a unit in the manner showing thedrawings, the footprint occupied by the flocculation chamber, theturbulence control arrangement, and the clarification chamber above itis about 7.75 feet square, the footprint occupied by the adjoined mixingchamber and sludge tank is about 4.0 feet by 7.25 feet, and the heightof the integrated unit is about 16 feet, and it has a net liquid throughflow rate capacity of about 700 gallons per minute.

Although the invention has been described herein with reference tospecific embodiments, many modifications and variations therein willreadily occur to those skilled in the art. Accordingly, all suchvariations and modifications are included within the intended scope ofthe invention.

I claim:
 1. A ballasted flocculation liquid treatment arrangementcomprising: a mixing chamber to receive and mix liquid, granularmaterial and a flocculating agent; a flocculation chamber receiving amixture of liquid, granular material and flocculating agent from themixing chamber and providing sufficient turbulence of the mixture tomaintain the constituents in suspension and promote flocculation; asludge tank adjacent to and communicating with the flocculation chamberfor receiving ballasted flocs from the flocculation chamber; aclarification chamber disposed above the flocculation chamber to receiveliquid from the flocculation chamber; and a turbulence controlarrangement extending horizontally between the flocculation chamber andthe clarification chamber for separating liquid from flocs andparticulates and permitting liquid to pass upwardly from theflocculation chamber to the clarification chamber without causingsubstantial turbulence in the clarification chamber while permittingparticulates to fall from the clarification chamber into theflocculation chamber.
 2. A ballasted flocculation liquid treatmentarrangement according to claim 1 wherein the turbulence controlarrangement comprises a plurality of layers of horizontal bars with thebars of adjacent layers extending at an angle to each other.
 3. Aballasted flocculation liquid treatment arrangement according to claim 2wherein bars in each layer are spaced by about one quarter inch to oneand one-half inches.
 4. A ballasted flocculation liquid treatmentarrangement according to claim 2 wherein the bars in each layer arespaced by about one-half inch to one inch.
 5. A ballasted flocculationliquid treatment arrangement according to claim 2 wherein the layers arespaced by about one inch to about three inches.
 6. A ballastedflocculation liquid treatment arrangement according to claim 1 whereinthe turbulence control arrangement comprises at least two horizontalarrays of baffles inclined in opposite directions from the vertical. 7.A ballasted flocculation liquid treatment arrangement according to claim1 wherein the turbulence control arrangement comprises a shelf extendinginwardly from vertical walls defining the flocculation chamber, theshelf being inclined at an angle of about 30° to about 60° from thehorizontal and projecting inwardly from each wall a horizontal distanceof about 10% to about 20% of the width of the flocculation chamber.
 8. Aballasted flocculation liquid treatment arrangement according to claim 7wherein the shelf extends inwardly at an angle of about 45° from thehorizontal.
 9. A ballasted flocculation liquid treatment arrangementaccording to claim 7 wherein the shelf extends inwardly from each wallsof the flocculation chamber a horizontal distance of about 15% of thewidth of the flocculation chamber.
 10. A ballasted flocculation liquidtreatment arrangement according to claim 1 wherein the turbulencecontrol arrangement comprises a honeycomb array of vertically orientedcells covered by a top plate having orifices permitting quiescent flowof liquid upwardly from the flocculation chamber.
 11. A ballastedflocculation liquid treatment arrangement according to claim 1 whereinthe turbulence control arrangement comprises an array of inclined platescovered by a top plate having orifices permitting quiescent flow ofliquid from the flocculation chamber to the clarification chamber.
 12. Aballasted flocculation liquid treatment arrangement according to claim11 including an effluent trough surrounding the top plate.
 13. Aballasted flocculation liquid treatment arrangement according to claim 1wherein the turbulence control arrangement includes a porous membranehaving a porosity great enough to permit quiescent flow of liquidupwardly from the flocculation chamber.
 14. A ballasted flocculationliquid treatment arrangement according to claim 1 wherein the turbulencecontrol arrangement comprises a vertically spaced series of horizontalscreens having openings of a size sufficient to inhibit turbulence in aliquid passing upwardly from the flocculation chamber.
 15. A ballastedflocculation liquid treatment arrangement according to claim 14 whereinthe flocculation chamber includes at least one rotating blade set forproducing turbulence to maintain the granular material and flocs insuspension.
 16. A ballasted flocculation liquid treatment arrangementaccording to claim 15 wherein the flocculation chamber includes at leastone horizontal partition providing partial separation between adjacentvertically spaced compartments in the flocculation chamber and theturbulence producing arrangement includes at least one rotating bladeset in each compartment.
 17. A ballasted flocculation liquid treatmentarrangement according to claim 15 wherein the rotating blade setproduces a toroidal liquid flow pattern moving upwardly along the wallsof the chamber and downwardly near the center of the chamber.
 18. Aballasted flocculation liquid treatment arrangement according to claim 1including a cleaning device for separating granular material from sludgeand returning the granular material to the mixing chamber for mixingwith influent liquid and flocculating agent and having an outlet forsludge removed from the granular material.
 19. A ballasted flocculationliquid treatment arrangement according to claim 18 including a conveyorfor conveying granular material and sludge from the bottom of the sludgetank to the cleaning device.
 20. A ballasted flocculation liquidtreatment arrangement according to claim 19 wherein the conveyor is anairlift.
 21. A ballasted flocculation liquid treatment arrangementcomprising: a mixing tank for mixing granular material, liquid and aflocculating agent; a flocculation chamber laterally adjacent to themixing tank to receive a mixture therefrom through an opening in acommon wall; a clarification chamber above the flocculation chamber toreceive liquid therefrom, a turbulence control arrangement extendinghorizontally between the flocculation chamber and the clarificationchamber for eliminating turbulence in liquid passing from theflocculation chamber to the clarification chamber, while permittingparticulates to fall from the clarification chamber into theflocculation chamber; and a sludge tank laterally adjacent to theflocculation chamber to receive ballasted flocs through an opening in acommon wall between the sludge tank and the flocculation chamber.
 22. Aballasted flocculation liquid treatment arrangement according to claim21 wherein the sludge tank is laterally adjacent to the mixing tank andincluding a cleaning device above the mixing tank for cleaningrecirculated granular material and depositing cleaned granular materialinto the mixing tank, and a conveyer for conveying sludge and granularmaterial from the bottom of the sludge tank to the cleaning device. 23.A ballasted flocculation liquid treatment arrangement according to claim22 wherein the conveyor comprises an airlift.